Proposed Lusaka Staff Parking West of Chancery layout.pdf
PDF 236 KB Posted
- Attached to
- Parking Lot Expansion Project
- Solicitation number
- PR12253735
- Issued by
-
Department of State
About this file
This document appears to be a proposed layout for a parking lot expansion project at the U.S. Embassy in Lusaka, Zambia. The project involves expanding the existing staff parking areas west of the Chancery, north of the Utility Building, and the existing staff parking lot, covering a total of approximately 730 square meters of area. The layout includes details such as the number and placement of new parking spaces, the removal of existing trees, and the relocation of a signal manhole and light pole. The document provides structural notes with concrete and reinforcement specifications. This project is the subject of Solicitation Number PR12253735, issued by the Department of State, for the Parking Lot Expansion Project. The solicitation calls for the expansion of the parking lots, with a focus on the areas identified in the layout document.
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Text version
1100024750 22000
R750
EXISTING
PROPOSED
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
2 3 4 5 6
STRUCTURAL
NOTES:
AutoCAD SHX Text Existing trees (4) to be removed
AutoCAD SHX Text Move curb
AutoCAD SHX Text existing Signal manhole
AutoCAD SHX Text light pole
AutoCAD SHX Text City Fire Hydrant
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REVISIONS
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AMENDMENTS
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DATE
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APPROVED
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REFERENCE DRAWINGS
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TITLE
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APPROVALS HE DOES SO ENTIRELY AT HIS OWN RISK.
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SHOULD THE CONTRACTOR PROCEED WITHOUT THE ABOVE
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INFORMATION SHOWN ON THE DRAWING AND DIMENSIONS
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CONTRACTOR TO CHECK AND VERIFY SUFFICIENCY OF
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IMMEDIATELY REPORTED TO THE PROJECT MANAGER.
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ANY OMMISIONS, DISCREPANCIES OR ERRORS TO BE
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FIGURED DIMENSIONS ON DRAWINGS TO BE GIVEN PRIORITY
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GENERAL NOTES:
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BEFORE COMMENCING WORK.
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OVER SCALING.
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CHECKED:
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DESIGNED:
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DRAWN:
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REVISIONS
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DATE:
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SCALE:
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PROJECT DESCRIPTION:
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LUSAKA STAFF PARKING
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PROPOSED PARKING LAYOUT
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WEST OF CHANCERY
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C/NEC/P/2023/06
AutoCAD SHX Text 1:100
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CHUMA
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CHUMA
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CHUMA
AutoCAD SHX Text 4 REINFORCEMENT COVER TO BE 40mm FOR BEAMS AND .
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5 ALL DOWELS TO 16MM 400MM LONG.
AutoCAD SHX Text 3 SOLID CONCRETE BLOCKS TO HAVE MINIMUM 15Mpa .
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1. ALL CONCRETE 25Mpa UNLESS STATED
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2. ALL REINFORCEMENT TO BE HIGH TENSILE STEEL WITH
AutoCAD SHX Text A MINIMUM YIELD STRENGTH OF 450Mpa EXCEPT LINKS
AutoCAD SHX Text TO BE MILD STEEL 250MpA YIELD STRENGTH
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COMPRESSIVE STRENGTH
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AND 75MM WHERE CAST AGAINST EARTH
| Sheets and Views |
| new template nelson chuma-Layout2 |
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